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Numerical Investigation of Sunroof Buffeting for Hyundai Simplified Model

HSM의 썬루프 버페팅 수치해석

  • Received : 2013.11.19
  • Accepted : 2013.12.23
  • Published : 2014.03.20

Abstract

Hyundai Motor Group(HMG) carried out experimental investigation of sunroof buffeting phenomena on a simplified car model called Hyundai simplified model(HSM). HMG invited participation from commercial CFD vendors to perform numerical investigation of sunroof buffeting for HSM model with a goal to determine whether CFD can predict sunroof buffeting behavior to sufficient accuracy. ANSYS Korea participated in this investigation and performed numerical simulations of sunroof buffeting for HSM using ANSYS fluent, the general purpose CFD code. First, a flow field validation is performed using closed sunroof HSM model for 60 km/h wind speed. The velocity profiles at three locations on the top surface of HSM model are predicted and compared with experimental measurement. Then, numerical simulations for buffeting are performed over range of wind speeds, using advanced scale resolving turbulence model in the form of detached eddy simulation (DES). Buffeting frequency and buffeting level are predicted in simulation and compared with experimental measurement. With reference to comparison between experimental measurements with CFD predictions of buffeting frequency and level, conclusion are drawn about predictive capabilities of CFD for real vehicle development.

현대자동차그룹은 HSM이라고 불리는 간략화된 차량 모델에 대하여 썬루프 버페팅 현상의 실험적인 조사를 시행하였다. 현대자동차그룹은 어떤 CFD솔버가 충분한 정확도를 가지고 썬루프 버페팅 현상을 예측하는지 조사하기 위해 상용CFD공급업체의 참여를 요청하였다. ANSYS Korea는 이번 조사에 참여하여 ANSYS fluent를 이용하여 HSM의 썬루프 버페팅에 대한 수치해석을 수행하였다. 먼저 유동장 검증을 위해 풍속 60 km/h에 대하여 썬루프가 닫힌 HSM모델에 대하여 해석을 수행하였다. HSM상부 면의 세 지점에서 속도 분포를 예측하였고, 이는 시험결과와 비교되었다. 그런 다음 고해상도 난류 모델인 DES를 이용한 해석이 전 풍속영역에 걸쳐 수행되었다. 버페팅 주파수와 버페팅 음압레벨이 예측되었고, 이는 시험결과와 비교되었다. 이를 통해 실제 차량 개발을 위한 CFD의 예측 가능성에 대하여 결론을 얻을 수 있었다.

Keywords

1. Introduction

Buffeting is a low frequency and high sound pressure level noise generated due to open sunroof or side windows. It is known to cause discomfort to passengers of road vehicles. Over past decade, significant research activities are published to understand the general mechanism of buffeting noise.

With open sunroof, passenger cabin of road vehicle acts as a cavity. Buffeting phenomena can be considered as cavity noise. Cavity noise is generated as unsteady shear layer established at the upstream edge of the cavity. Vortices shed from the upstream edge are convected downstream along the flow. Vortices break down as they impinge to downstream edge of the opening. This generates pressure waves which propagate inside as well as outside the cavity. This process occurs periodically with frequency. If this frequency coincides with natural frequency of cavity a resonance will occur as in Helmholtz resonator. In passenger vehicle this resonance phenomena is buffeting(1). The buffeting frequency depends on the speed of the vehicle and geometry of the opening(2). For passenger vehicles, this frequency is usually very low(~20 Hz). However, buffeting is felt as a pulsating wind force inside passenger cabin which can be very discomforting to occupants. Therefore, it is important to consider a buffeting during vehicle design development from passenger comfort point of view.

In this paper we first discuss briefly the 2nd benchmark of commercial wind noise programs for Hyundai simplified buffeting model(3), associated geometry model, flow and acoustics measurement. Then we discuss the simulation methodology in terms of mesh consideration, turbulence model, and solution procedure for both flow field validation and buffeting prediction.

 

2. Hyundai Simplified Buffeting Model

Hyundai simplified buffeting model used in experimental investigation is shown in Fig. 1. A sunroof opening(410 mm×200 mm) is made from the 305 mm downstream of top curved edge. The external skin thickness of model is 10 mm. Figure 2 shows the details of internal structures and sound absorbing pads used inside the HSM cabin. The inside air volume of cavity is equal to 1.107 m3. For sunroof buffeting experiments, boundary layer off condition is used at nozzle inlet. Fig. 3 describes boundary layer & displacement thickness development along the centerline and the position of model on turn table. The velocity profile measurement is carried out with sunroof closed condition. Figure 4 shows the three locations namely A, B and C on the centerline of the model where velocity is measured. Sound pressure level is measured inside the cavity. With the position of model shown in Fig. 3, the sound pressure level measurement probe is located at (1000, 500, 500) mm. For detailed description of experimental setup and measurements refer(3).

Fig. 1Specification of Hyundai simplified buffeting model

Fig. 2The frame structure (a) and the absorbing material (b) geometry

Fig. 3Boundary layer thickness and displacement thickness and placement of on turntable

Fig. 4Measurement positions of the velocity profiles

The same model is used in CFD simulations with inlet boundary condition derived from experimental measurement of boundary layer profile at inlet location.

 

3. Simulation Methodology

Numerical simulations for flow validation and buffeting predictions are carried out using finite volume based general purpose CFD code ANSYS fluent 14.0. In this section we discuss meshing considerations, turbulence model, boundary conditions, and solution procedure for flow and buffeting analysis.

3.1 Mesh

Figure 5 shows the placement of model in the virtual wind tunnel constructed around the turn table. The model placement on turn table is precisely maintained as used in experimental measurements.

Fig. 5Computational domain and model placement inside virtual wind tunnel

In this study hybrid mesh consisting of hex-core, tetrahedral and prism elements is chosen. The surface mesh is generated using preprocessing tool ANSYS Meshing. The volume mesh is generated using ANSYS TGrid. A layered mesh consisting of 20 prism layers is generated from the tunnel floor and from HSM boundaries with the first cell height of 0.00025 m and uniform growth ratio of 1.15. Figure 6 shows mesh on centerline cut plane along with a close up view of mesh around sunroof area.

Fig. 6Volume mesh on centerline cut section

Total mesh count is approximately 22.5 million cells. For accurate prediction of velocity profiles, it is important to generate the prism layers from HSM external boundaries and fine mesh around the HSM geometry. During the mesh generation a surface is created at the sunroof opening with the purpose of dual use of the meshed model. When this surface is made as “wall” boundary in ANSYS fluent one can isolate the cavity and solve the exterior flow filed only. On the hand, when this surface is made as “interior” in ANSYS fluent code, it can be used for buffeting simulations. This is the reason to use the same model of 22.5 million cells for buffeting studies. However buffeting phenomena can be predicted accurately using much smaller meshed model using ANSYS fluent code. This has been demonstrated in past using ANSYS fluent code and published in literature(4,5).

3.2 Solver, Turbulence Model and BCs

For flow field validation and prediction of velocity profiles at three locations (A, B & C) as described in Fig. 4, a steady state simulation is performed for 60 km/h wind speed. In this simulation, the surface at sunroof opening is made as “wall” boundary whereby isolating the cavity and simulating only external flow. The inlet boundary condition is derived using boundary layer velocity profile of u/U∞ at point 1 as shown in Fig. 3 and applied as velocity profile at the nozzle inlet boundary using U∞=60 km/h. Table 1 shows the details of solver setup, turbulence model and boundary conditions used in this simulation.

Table 1Boundary conditions :1. Nozzle inlet – velocity inlet with BL OFF velocity profile(U∞ = 60 km/h)2. Tunnel inlet – pressure inlet(gauge total pressure = 0 Pa)3. Tunnel outlet – pressure outlet(gauge pressure = 0 Pa)4. Tunnel top, floor, sides – wall boundary(no-slip)

Figure 7 and 8 describes the boundary conditions and boundary layer velocity profile for BL OFF condition 1 respectively

Fig. 7Boundary conditions

Fig. 8Boundary layer velocity profile at point 1 − nozzle inlet(x=−3432 mm, y=0) as per test condition

The same meshed model and same boundary conditions are used for buffeting simulations using unsteady solver option. Table 2 shows the details of solver setup, turbulence model and boundary conditions used in the buffeting simulations. A scale resolving detached eddy simulation(DES) turbulence model was chosen. The implementation of DES SA(S-A production vorticity based) model in ANSYS fluent 14.0 is described in detail in reference(6).

Table 2Boundary conditions :1. Nozzle inlet – velocity inlet with BL OFF velocity profile(U∞ = 20 km/h, 30 km/h, 40 km/h, 50 km/h, 60 km/h, 80 km/h and 100 km/h)2. Tunnel inlet – pressure inlet(gauge total pressure = 0 Pa)3. Tunnel outlet – pressure outlet(gauge pressure = 0 Pa)4. Tunnel top, floor, sides – wall boundary(no-slip)

The buffeting simulations were run using seven different wind speeds(20 km/h, 30 km/h, 40 km/h, 50 km/h, 60 km/h, 80 km/h and 100 km/h). Air is modeled as compressible fluid using ideal gas law. It has been shown in published literature(7) that, to accurately model noise maximization phenomena for a simple cavity using CFD, it is necessary to include the compressibility in the modeling to propagate the pressure waves at the local speed of sound in the flow field. This ensures accurate modeling of interaction between the source mechanisms driven by convection effect, which determines the buffeting frequency, and propagation of the resultant pressure waves inside the cavity volume. The former is an incompressible process while the latter is compressible. Thus the usual assumption that compressibility may be neglected due to low convective Mach Numbers in the passenger compartment is inadequate.

3.3 Solution Procedure for Simulation

Each speed case of buffeting simulations is first run in steady state mode for approx 1000 iterations using realizable k-ε turbulence model with enhanced wall treatment and pressure based coupled solver. Then the steady state flow field is used to initialize the unsteady flow. A time step of 0.00025 seconds is chosen to run unsteady flow. It is much smaller than the time period of the frequency of interest, ~20 Hz. Within each time step the number of sub-iterations is set to 8 and it is observed to be sufficient as residuals for each equation dropped more than 3 orders of magnitude within each time step. The pressure monitor is created at (1000, 500, 500) mm, microphone location used in experimental measurement. Static pressure is recorded at each time step. After the initial process in about 300 time steps, the pressure signal reaches dynamically stable periodic fluctuations. Subsequently, time history of pressure fluctuation is recorded for the signal processing. Table 3 outlines simulation flow time, signal samples used for acoustics analysis. Fast Fourier transform(FFT) with Hanning window and 50 % signal overlap is applied to transform the recorded time domain signal to the spectral format and it is expressed as sound pressure level(SPL) in dB units as function of frequency.

Table 3FFT window type – hanning% signal overlap – 50 %(*Signal duration includes the 50 % signal overlap)

Where, p is the amplitude of pressure fluctuation in Pa and the reference pressure pref=20×10−6 Pa.

 

4. Simulation Results and Discussion

4.1 Flow Field Predictions

In the experimental testing, velocity profiles are measured at locations A, B and C as shown in Fig. 4. In this experiment, 60 km/h speed was chosen with sunroof closed condition and it is reported in [2]. The velocity profiles are computed at the same locations in steady state numerical simulation and compared with experimental measurement. Figs. 9, 10 and 11 show this comparison at location A, B and C respectively. The steady state flow field in terms of velocity and pressure contours is shown in Fig. 12 and 13. The velocity profiles at locations A, B and C computed in simulation compares well with experimental measurement. The comparison is good in both the viscous boundary layer region as well as core region. This ensures that the meshed used in computational model is adequate to capture the flow filed details and hence the same model is used for buffeting simulations.

Fig. 9X-velocity profile comparison at location A

Fig. 10X-velocity profile comparison at location B

Fig. 11X-velocity profile comparison at location C

Fig. 12Steady sate velocity field at y=0 cut plane

Fig. 13Steady sate static pressure field at y=0 cut plane

4.2 Aeroacoustics Predictions

Figure 14 shows the buffeting spectra at microphone location (1000, 500, 500) mm inside the Fig. 12 Steady sate velocity field at y=0 cut plane Fig. 13 Steady sate static pressure field at y=0 cut plane HSM cabin computed in numerical simulations using ANSYS fluent code for seven speeds. Computations for speed of 70 km/h and 90 km/h are not carried out. The simulation results suggest that buffeting onsets at 40 km/h and the peak buffeting is observed at speed somewhere between 50 and 60 km/h. Acoustics spectra for 50 and 60 km/h shows 2nd and 3rd peaks representing harmonics of resonance frequency. This can be seen in Fig. 15, where spectra for 50 km/h and 60 km/h are plotted again for the sake of clarity.

Fig. 14Frequency spectra for seven speed cases(20, 30, 40, 50, 60, 80 and 100 km/h)

Fig. 15Frequency spectra 50 and 60 km/h speed (1st and 2nd harmonics of buffeting)

The other important sets of results are illustrated in Fig. 16 and 17, which plots the buffeting resonance frequency and peak sound pressure level in comparison to experiments over entire speed sweeps respectively. The comparison shown in Fig. 16 suggests that numerical simulation captures overall trend very well with little offset of approximately 2 or 3 Hz in predicting buffeting frequency over entire speed sweep when compared with experiments. This offset may be attributed to small time domain signal size that is used for FFT analysis.

Buffeting levels computed in numerical simulations show some discrepancy when compared with experiments. Experimental measurement shows maximum buffeting level at 50 km/h speed, however, numerical simulations predict maximum buffeting level at speed somewhere between 50 km/h and 60 km/h. The buffeting level compares well at low speeds, 30 to 40 km/h and at high speeds 80~100 km/h. However, for speeds of 50 to 70 km/h numerical simulations over predict buffeting level by 4 to 10 dB as compared with experiments. In the numerical simulations all interior surfaces(pads) used in HSM cabin are assumed to be Fig. 16 Buffeting frequency vs speed Fig. 17 Buffeting level vs speed acoustically rigid walls. Acoustically rigid surfaces tend to reflect pressure wave more strongly than sound absorbing surfaces and hence numerical simulations over predict the buffeting levels.

Fig. 16Buffeting frequency vs speed

Fig. 17Buffeting level vs speed

During the buffeting simulation, data sampling for time statistics option was used. Using this option ANSYS fluent will compute the time average (mean) of the instantaneous values and root-mean-squares of the sampled variables or quantities like pressure, velocity or forces. Using the data sampling for time statistics, time averaged velocity vectors are plotted near the sunroof opening area for 20 km/h, 60 km/h and 100 km/h speeds. These plots are shown in Figs. 18, 19 and 20 respectively. A strong vortex at trailing edge of sunroof opening is observed in case of 60 km/h speed, such vortex is weak for 20 km/h. For 100 km/h speed, most of the flow rushes over the cavity with weak stream coming inside the cavity at trailing edge of the sunroof. These flow details shed some light on reasons for strong buffeting levels for speed in the range of 50 to 70 km/h, buffeting offsets for speed higher than 70 km/h.

Fig. 18Time averaged velocity vectors near sunroof opening area – 20 km/h

Fig. 19Time averaged velocity vectors near sunroof opening area – 60 km/h

Fig. 20Time averaged velocity vectors near sunroof opening area – 100 km/h

 

5. Future Work

In the present numerical study the real world effects(RWE) – sound absorption by interior surfaces, leakage and wall compliance are not considered. Authors are continuing this numerical study further to account real world effects in CFD modeling. Other aspects like performing buffeting simulations with smaller mesh count models to check grid dependency, numerical acoustics resonance tests(ART) to compute quality factors will be part of the further study.

 

Nomenclature

dB : Decibel e : Turbulent dissipation rate(m2/s3) k : Turbulent kinetic energy(m2/s2) p : Static pressure fluctuations pref : Reference pressure SPL : Sound pressure level U∞ : Free stream velocity in x direction u : Local velocity in x direction

References

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